sr 60 “twin pairs” - City of Vero Beach

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Begin Project Figure 1: SR 60 "Twin Pairs" Traffic Calming Feasibility Study 20 Avenue 26 Street 21 Street SR 60 Westbound SR 60 Eastbound 19 Street 16 Street 14 Avenue SR 5/US 1 Old Dixie Highway FEC Railroad End Project Commerce Avenue 11 Avenue J
CONCEPTUAL PLAN, TYPICAL SECTIONS, AND COST ESTIMATE The Kimley-Horn team developed four preliminary conceptual plan alternatives for consideration. After obtaining input from City and MPO staff, the conceptual plan shown in Figure 2 was selected as the preferred alternative. The proposed concept plan will maintain the existing curb except at 14 th Avenue, 16 th Avenue, and 18 th Avenue, where curb extensions are proposed to reduce pedestrian crossing distance and provide landscaping. On-street parking is proposed on the north side of eastbound SR 60 and both sides of westbound SR 60. Approximately 80 on-street parking spaces are proposed along the SR 60 “Twin Pairs.” Adequate clearance is maintained at intersections to provide required sight distance. As shown in Figure 3, while the number of travel lanes is reduced, the width of the remaining through travel lanes is proposed to be increased from 11 feet to 12 feet. The width of the existing bicycle lanes is proposed to be increased from four feet to five feet. As part of the implementation of the lane reduction, reducing the posted speed from 40 mph to 35 mph may be appropriated based on changes to the roadway environment. An opinion of probable cost (OPC) was developed for the proposed lane reduction. Cost estimates were developed for the following three alternatives: Alternative 1 – restriping only (with milling and resurfacing) - $680,000 Alternative 2 – restriping (with milling and resurfacing) and delineate parking spaces with stamped asphalt - $890,000 Alternative 3 - restriping (with milling and resurfacing), delineate parking spaces with stamped asphalt, and landscaping knuckles at 14 Avenue, 16 Avenue, and 18 Avenue - $1,090,000 Detailed cost estimates are included in Appendix A. SR 60 “Twin Pairs” Traffic Calming Feasibility Study Page 4
Page 1 and 2: SR 60 “TWIN PAIRS” TRAFFIC CALM
Page 3 and 4: Tables LIST OF TABLES AND FIGURES T
Page 5: lane configuration of SR 60 between
Page 9 and 10: SR 60 Lane Reduction Study Conceptu
Page 11 and 12: ROADWAY SEGMENT EVALUATION - EXISTI
Page 13 and 14: Table 3: Existing Peak Hour Directi
Page 15 and 16: TRAFFIC VOLUME FORECASTS To determi
Page 17 and 18: impacted by the SR 60 lane reductio
Page 19 and 20: INTERSECTION EVALUATION - 2035 COND
Page 21 and 22: CRASH ANALYSIS Crash data for major
Page 23 and 24: eduction of total crashes and 60 pe
Page 25 and 26: Pedestrian and Bicycle Facilities A
Page 27 and 28: EVACUATION SR 60, which provides ac
Page 29 and 30: SUMMARY AND NEXT STEPS The City of
Page 31 and 32: PROJECT: SR 60 TRAFFIC CALMING Wedn
Page 33 and 34: PROJECT: SR 60 TRAFFIC CALMING Wedn
Page 35 and 36: HCM Signalized Intersection Capacit
Page 47 and 48: Licensed to Kimley-Horn and Associa
Page 49 and 50: Licensed to Kimley-Horn and Associa
Page 51 and 52: No Build Conditions
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HCM Signalized Intersection Capacit
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Build Conditions
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sr 60 “twin pairs” - City of Vero Beach

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